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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.4 LAccepted-AOC 3 SHITALNATH FLATE 1 NR KHANPUR JAIN TEMPLE OPP BANK OF INDIA SHAHPUR AHMEDABAD GUJARAT 380001 | AHMADABAD | GUJARAT | 380001 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹39.9 L+₹1.5 L (3.88%)Rejected-Finance KUCHHADI VADI VISTAR PORBANDAR GUJARAT 360579 | PORBANDAR | GUJARAT | 360579 | L2 | Rejected-Finance Being L2 | |
| 3 | L3₹51.0 L+₹12.7 L (33.0%)Rejected-Finance HQ CE SC PUNE | PUNE | MAHARASHTRA | 410301 | L3 | Rejected-Finance Being L3 | |
| 4 | Rejected-Technical 13 THAKKAR PLOT DEEPAK KUNJ PORBANDAR 360575 | PORBANDAR | GUJARAT | 360575 | - | Rejected-Technical Not enlisted in category a(i) |
Tender Value
₹42.5 L
EMD Value
₹85,000
Closing Date
28 Dec 2023, 6:00 pmClosed
LT COL UTKARSH SHARMA
OPP BIRLA FACTORY GE (I) CG PORBANDAR
PROVN OF OPEN SPORTS FACILITY IN NEWLY ACQUIRED LAND AT CGDHQ 15 UNDER GE I CG PORBANDAR
2023_MES_630592_1
8949/E8
Open Tender
Civil Works
Item Rate
180 days
O
AS PER NIT
8 documents required · 8 mandatory
₹500
GE I CG PORBANDAR
₹85,000
Yes
31 Jan 2024
1 Dec 2023
30 Dec 2023
1 Dec 2023
28 Dec 2023
16 Dec 2023
Amount
SCHEDULE 'A' B/R ITEMS
Surface dressing not exceeding 15cm deep in soft/loose soil, complete all as specified and directed by Engineer-in-Charge.
Removing excavated material not exceeding 50 Metre and depositing where directed at a level not exceeding 1.5 Metre above the starting point, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for Continuous brick edging; with width equal to the length of the brick; laid dry on edge vertically with old size fly ash bricks, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for Soft soil and Fly ash in the ration 1:3 earth filling in floors or pavings, laid in layers not exceeding 15cm thick spread, rolled, levelled and rammed including watering, complete all as specified and directed by Engineer-in-Charge.
Excavation in post hole each not exceeding 0.50 Cum getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layer not exceeding 25cm, watering and removing surplus soil to a distance not exceeding 50 Metre and making good surfaces in soft/loose soil, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for Cement concrete in foundation filling and mass concrete type B-2, 1:2:4, (40mm graded aggregate), complete all as specified and directed by Engineer-in-Charge.
Supply & Fixing for steel work in tubular trusses, posts, purlins and rafters including special shaped washer etc., complete using ERW or induction butt welded tubes conforming to IS 1161 - 1998 grade St - 240, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for Preparation of new steel surfaces of any description over 10cm width or girth not otherwise described applying two coat synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for 4mm thick designer shingle mat of any colour, design pattern at any height and slope comprising of mineral stabilized reinforced fibre glass high grade asphalt overlaid with high strength ceramic coated granuals on mineral stabilizer fire-retardant coating including sealing ridge/ valley liner cover laid with forced torch gun over 16mm thick cement asbestos plain sheet fixed with self tapping screws and joints sealed with matching colour silicon, complete all as specified and directed by Engineer-in-Charge. (Make : Saint Gobain )
Material & Labour for plain cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for precast cement concrete type C-1, 1:3:6 (20 mm graded aggregate) block masonry with solid blocks, exceeding 10cm in width and setting in mortar Cement Mortar 1: 6, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for rendering 10mm thick on fair faces of brick work or concrete surfaces in Cement Mortar 1 : 4, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for Hardcore of guage not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for providing 75mm thick cement concrete type C-2,1:3:6 (40 mm graded aggregate) as in sub base, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for 12mm dia Mild steel rag or lewis bolts, screwed one end, with hexagonal or square nuts and washers, the other end enlarged and jagged or lewised, not exceeding 15cm long, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for dark shade Vitrified Ceramic tiles 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 Sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15 mm thick screed bed in Cement Mortar 1 :6, complete all as specified and directed by Engineer-in-Charge.
SCHEDULE 'A' E/M ITEMS
Supplying and laying of CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings in trenches or laying in floors, complete all as specified and directed by Engineer-in-Charge. For following size :-
50 mm dia
32 mm dia
Supply and fixing CPVC Ball Valves complete for size
50 mm dia
32 mm dia
Material & Labour for Making connection of CPVC distribution branch with PP-R main of 16 to 44mm sizes by providing and fixing tee including cutting and making joint etc., complete all as specified and directed by Engineer-in-Charge.
Excavation in trenches not exceeding 1.5 Metre wide and not exceeding 1.5 Metre in depth and getting out in hard/dense soil, complete all as specified and directed by Engineer-in-Charge.
Returning filling in including spreading levelling watering and well Ramming in layers not exceeding 25cm thick, complete all as specified and directed by Engineer-in-Charge.
Material and Labour for cutting existing road/hard standing not exc 45 x 45 cm in wide & depth getting out excavated material for laying cable/GI tube, returning filling & well rammaing watering finish suraface 10 cm from top using PCC 1:2:4; including removal of surplase soil, complete all as specified and directed by Engineer-in-Charge.
Material and Labour for DI fittings and fixtures Bends (any type, radius and angle) tapers any type, (straight, bend, increasing, decreasing or double socket etc.) Tee pieces single branch. "Y" junction, double branch, cross (all sockets or socket and spigot) collars, caps and plugs upto 150mm bore, complete all as specified and directed by Engineer-in-Charge.
Material and Labour for Construction of brick masonry valve pit complete including necessary excavation and earth work complete all as specified with internal dimension 150cm x 150cm x 110cm (type 'B') including MS sheet cover 3mm thick welded with hinges on angle iron frame 50mm x 50mm x 6mm with hold fast grouted in 100mm thick PCC (1:2:4) type B-1 coping on top of brick wall including necessary locking arrangement, complete all as specified and directed by Engineer-in-Charge.
JAY BHARAT METAL SUPPLIERS
K B N TRADERS
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